Determine the head discharge of a canal from the following data the value of time factor may be assumed as 0.75
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A: Note: As per our policy for a multipart question only three parts can be solved for other parts…
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Q: Q1: given a reservoir with a storage discharge linear relationship governed by the equation: S-KQ,…
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Q: 3). Determine the head discharge of a canal from the following data: The value of time factor may be…
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Q: Q1) The following data were collected during a discharge measurement operation. Compute river…
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Q: A rectangular suppressed weir, 1 meter in length is used in a reservoir with an area of 50 square…
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Q: A three reservoir problem shown in the figure with their corresponding length and diameter. Assuming…
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Q: Design a circular primary settling tank for a sewage treatment plant. Given data are: Flow rate =…
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Q: 118. Design a circular primary settling tank for a sewage treatment plant. Given data are Flow rate…
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- Quantin remune venel han at atmalpheric presmine. 9+ han intermal Neleme am of à denred to tol 3 0 bar buy pumping awater into iti O.5m3 retest the veud at The eskmated variationm the chage of the Contewneri clese, to pressurdlahion Calculatetehe mai of venel tol atwiy in A the empty volume 6 perreut. peumpeal into the to 300 bars water be to prenine level. Given the bula modeley マ×1o?A/ i the dewred of elaiwuty of lerdteCuestion- Estimote the Le when EC Volue of a Satunled atmet of sa7 is ta to tA lo Umho/am at 26% Dedustion In Vield of Coop. The EC Of Irnguhion Wateris 1:2 Umholem What will be the reauised bepth of water to be opplhied to the field if Cu of Imp is 80 mm EC Volue of leachi ng waler IS assumed to be two times of that of Satu oa tol SoitRuviere D.E. froportional' to the speed at limiting spud is Ihalf triat 'spud in A body falls inn a umedium Ofperang resistawce tiwe PIE the cattering 15 mis auet if te body g what was Ht initial sped?.
- Whathorsepowermustbesuppliedtopump2.5cfsofwaterfromthelowertotheupperreservoir? Assume that the headloss can be calculated from the formula hL = 0.015(L/D)(V 2/2g).L=10' Example 4 Use Ex.1 sectim. W=? A L + Problem 1 Complete Ex.4. HW B 4/2 W/₂ ↑RD RD를 C o ΣΜ EMỌC :: RD=0 W C In 212 RD = ? (kips) D W 2 L/₂ PW -straight" то no BM in it 13Q3 Jor 1 Deom, SF= 1-12 , Pos gEu Bandiing-1-5 g allowalle shen is enereased bey 20%. gor winddEarthqualke drade Tuen Laad Jaetor=?
- . Evaign a Lasiste-Softeaer for en inaustrial concern, using follereng sica in Qt uf sot water reguirad per heur 25,000 litrer (i iHariness prezert in ra uraber es CaCO, - 00 opm. Ii Hardnesa to be chained in thetreated supplies = 50 ppin iu) Awn esclasge capacity o thezeoilte = 10 or Aardness per cu. m. of zealte (u) Sut egvired fer eenerstion o eclausted seclie = 50 kg per cu. ri. of zela Ainn asaame that tle indestuy eorks jior 2 shifs of 8 hours ecch, per das Make swituble eiszupriens whire rendrd, if not given.0 Ganmidee the hemispkeecel shiell Rcol shlebe ubyed 6a eidisl (un, doen). Compute the verhol' Poeca" E eud show tht Shown belbw stres by: FORca' Fv Deud show that it is epuol a 2 Fr = 6.TR hint: doDetermime the relicity and presue at ador and seedin3fwatrtenes stendily dhongh the shownh pipesystem. of6ofl hem sebon I to sechon 2and of 150t Da 16in Pz =? किहार,h 2014 15ft ttoft Detum
- Bk S, Aggregace 2674 %Ac | spee o Soaroed AC of Agg g 00 Eeie SG. Mg 2717 weigh, et (g Vo | O Sabiey b () VPR | Messured | Adusid Pl 25 mm)Detemmmie the cooTUmates oI LTe centrORU OF trhe Smaded area. y 25 45 55 25 65 80 55 165 Dimensions in millimeters Answers: mm mmQuesHon - ona odius of H007 200tor ve is om peSign speed [1. IS G0 kmph f=0.15 -, Calulate supereleva hon seauised if tull latesol foiCAon Bassumed to desrioped - Colu ale rallk e of f nceded it No Supes elev Dtion is Provided